A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Scour at Wide Bridge Piers
Most empirical, local scour prediction equations over predict scour depths at structures that are wide compared to the water depths where they are located. This paper discusses various researchers attempts to deal with this problem. The methods and equations used by several Western European Countries (obtained during the FHWA, 1998 European Scanning Tour On Bridge Scour) are included along with work done in the United States.
Scour at Wide Bridge Piers
Most empirical, local scour prediction equations over predict scour depths at structures that are wide compared to the water depths where they are located. This paper discusses various researchers attempts to deal with this problem. The methods and equations used by several Western European Countries (obtained during the FHWA, 1998 European Scanning Tour On Bridge Scour) are included along with work done in the United States.
Scour at Wide Bridge Piers
Jones, J. Sterling (author) / Sheppard, D. Max (author)
Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000 ; 2000 ; Minneapolis, Minnesota, United States
Building Partnerships ; 1-10
2000-09-11
Conference paper
Electronic Resource
English
Water resources , Hydraulics , Restoration , Water management , Computation , Bridges , Rivers and streams , Depth , Scour , Piers , Predictions
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